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' � t <br /> � <br /> GENERAL NOTES: GENERAL NOTE�: <br /> DESIGN PROVISIONS: SUGGESTED QUALITY ASSURANCE PROVISIONS: <br /> 1. THE FOLLOWING EFFECTIVE STRENGTH PARAMEfERS WERE 2. THE FOUNDATION SOILS AT THE BASE OF THE WALL(S) <br /> ASSUMED IN THE PREPARATION OF THE STRUCTURAL SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER. <br /> CALCULATIONS FOR THE BOULDER RETAINING WALL: ANY UNSURABLE SOILS OR IMPROPERLY COMPACTEO <br /> EMBANKMENT MATERIAL SHALL BE REMOVED AND REPLACED <br /> � C lf SOIL TYPE AS DIRECTED BY THE ENGINEER PRIOR TO WALL <br /> RETAINED SOIL 25 0 120 PCF SANDY IEAN CIAY CONSTRUCTION TO PROVIDE ADEQUATE BEARING CAPACIIY <br /> FOUNOATION SOIL 26' 0 120 PCF SANDY LEAN CLAY AND MINIMIZE SETTLEMENT. <br /> SOIL TYPES AND DESIGN PROPERTIES SHALL BE CONFlRMED 3. ALL WALL OCCAVATION AN� RETAINED SOILS SW4LL BE <br /> BY THE SITE GEOTECHNICAL ENGINEER PRIOR TO WALL INSPECTED FOR GROUNDWATER CONDITIONS. ANY <br /> CONSTRUCTION. ADDITIONAL DRAINAGE PROVISIONS REQUIRED IN THE FlELD <br /> SHALL BE INCORPORATED INTO THE WALL CONSTRUCTION AS <br /> 2. THE WALLS ARE DESIGNED TO SUPPORT THE FOLLOWING DIRECTED BY THE GEOTECHNICAL ENGINEER. <br /> MAXIMUM SURCHARGE LOADINGS: <br /> WE LOAD: 250 PSF UVE LOAD (ROADWAY) S H EET - I N D EX 4 TESTED AND A�PPROVED CBY THE ENGINEER, MEEfING TFIEE <br /> BACK SLOPE: NONE MINIMUM REQUIREMENTS OF THE APPROVED DESIGN PLANS <br /> SEISMIC: NOT APPUCABLE PAGE DESCRIPTION OR SPECIFlCATIONS. <br /> 3. THE WALL FOUNDATION SOILS AT THE WALL LOCATION 1 TITLE SHEET 5. ALL SOIL BACKFILL SHALL BE TESTED BY THE ENGINEER <br /> SHALL BE CAPABLE OF SAFELY SUPPORTING 1.800 PSF 2 g� p� FOR MOISTURE. DENSITY. AND COMPACTION PERIODICALLY <br /> WITHOUT FAILURE OR EXCESSNE SE�TLEMENT. LOCAL 3 TYPICAL WALL SECTION DETAILS (EVERY 2' VERTICALLY, 100'-200' C/C) MEETING THE <br /> BEARING CAPACITY SHALL BE CONFlRMED BY THE SITE MINIMUM REQUIREMENTS OF THE APPROVED �ESIGN PLANS <br /> GEOTECHNICAL ENGINEER AFTER FOUNDATION DCCAVATION OR SPECIFlCATIONS. <br /> AND PRIOR TO WALL CONSTRUCTION. <br /> 6. ALL WALL ELEVATIONS. GRADES, AND BACKSIOPE <br /> SUGGESTED QUALITY ASSURANCE PROVISIONS: CONDITIONS SHALL BE VERIFlED BY THE ENGINEER IN THE <br /> FlELD FOR CONFORMANCE WITH APPROVED DESIGN PLANS. <br /> 1. WALL CONSTRUCTION SHALL BE SUPERVISED BY A QUAUFlED ANY REVISIONS TO THE STRUCTURE GEOMETRY OR DESIGN <br /> ENGINEER OR TECHNICIAN TO VERIFY FlELD AND SITE SOIL CRITERIA SHALL REQUIRE DESIGN MODIFICATIONS PRIOR TO <br /> CONDITIONS. IF THIS WORK IS NOT PERFORMED BY THE PROCEEDING WITH CONSTRUCTION. <br /> SITE GEOTECHNICAL ENGINEER, A QUALIFlED GEOTECHNICAL <br /> ENGINEER/TECHNICIAN SHALL BE CONSULTED IN THOSE <br /> PERFORMANCE�NING TO THE SOIL CONDITIONS AND WALL RECE�VE <br /> FEB -8 2010 <br /> C�TM OF ORO <br /> coa�wc�+r (�) 2oio er cnn� so�una�s cRouP, LLc. <br /> peoigned gy; project: Reyiatrotion No: I hereby certify that this plan specification, or report wos <br /> CIVIL SOLUTIONS GROUP, LLC �� �t� R°�&°^ PEF SAFAR RESIDENCE 25493 �� by me o. ��de, my direct.supervision and thot <br /> am dul Licensed Professional Engmeer under the laws <br /> 8200 HUMBOLDT AVENUE SOUTH, SUITE 100 �1e; ORONO, MN pro�ecc No: of the S�ate of Minnesota. <br /> BLOOMINGTON, MN 55431 N�q 10-063 <br /> PHONE: (952) 294-4755 Tde: <br /> FAX: (952) 294-4595 ���� TITLE SHEET Drowinq No: <br /> Date: <br /> MIKE@CSGMN.COM 04 FEB 10 I Miehoel R. Johnson, P.E. <br />